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Zeyad1,3 d 1School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Pulau Pinang, Malaysia 2Engineering Division, Islamic University of Gaza, Gaza, Palestine 3Department of Civil Engineering, University of Science and Technology, Sana'a, Yemen abtayeh@iugaza.edu, bcebad@eng.usm.my, ccemamj@eng.usm.my, dzeyad_eng@yahoo.com Keywords: Adhesion; Concrete restoration systems; Interfacial transition zone; Reactive powder concrete; Silica fume; Substrate.
Interview held at University of Wisconsin, Madison Engineering Professional Development, MD, WI,< http://epdweb.engr.wisc.edu/AEC_Articles/07_Concrete_Repair_text.html> (2003) Accessed at (Jan., 2012) [2] G.

Crack Closure and Shape Restoration Using NiTi Shape-memory Alloy Li Sun1, a, Weimin H2,b , Chuan Kai L2, Zhen D2 and Hendra P2 1China School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China 2 School of Mechanical and Aerospace Engineering, Nanyang Technological University, Singapore asunli2001@hotmail.com, b mumhuang@ntu.edu.sg Key words: Shape memory alloy, Crack closure, Shape recovery, Shape restoration, Structure repair.
In recent years, there are a number of research works about the applications of SMAs in civil structures [11-16], in particular for damage repairs, by means of not only crack closure, but also cracking healing (using, for instance self-healing polymers and adhesives) and shape restoration [17-22].
Given the high price of NiTi SMA, it turns out to be a big problem which prevents NiTi SMA to be used in real engineering applications.
Wayman, in: Engineering Aspects of Shape Memory Alloys, Butterworth-Heinemann (1990) [6] I.P.

Experimental Study of Splitting Tensile for Multi-scale Polypropylene Fiber Concrete Ninghui Liang, Xinrong Liu, Ji Sun Department of Civil Engineering of Chongqing University, Key Laboratory of New Technology for Construction of Cities in Mountain Area( Chongqing University ), Ministry of Education, Chongqing, China alnh83249@yahoo.com.cn, bliuxrong@yahoo.com.cn, c sun163ji@163.com Keywords: Multi-scale polypropylene fiber; Splitting tests; Splitting tensile strength; Splitting tensile toughness Abstract.
Test Material The cement is 42.5 R from the XiaoNanHai ,ChongQing; fine aggregate is from ChongQing QuHe river, and the fineness modulus is 0.7;coarse aggregate size is 5 ~ 20 mm; polypropylene fiber was produced by Beijing RongNaier Engineering Materials Co., LTD and Ningbo DaCheng New Material Co., LTD, performance parameters is listed in table 1.
Based on hundreds of testing and engineering experience, the coarse and fine fiber dosage was determined.
An experimental study on the behavior of fiber reinforced high strength concrete under spiltting tension[J].China Civil Engineering Journal, 2005,38(7):21-27.

Earthquake damage investigation analyses and suggestions of buildings caused by April 20, 2013 Ms 7.0 Lushan Earthquake in Sichuan Province Dongming WANG1, a, Yongjia LI1, b, Shuyi GAO2, c 1China Earthquake Disaster Prevention Center, Beijing, 100029, China 2 The Institute of Earthquake Engineering and Exploration of Shanxi Province, Taiyuan, 030001, China asjwdm@163.com, bliyongjia@iem.ac.cn , c125376799@qq.com Keywords: LuShan earthquake; Seismic damage investigation; Building seismic damage; Damage photograph Abstract.
China Civil Engineering Journal, 2009, 42(5): 1-12.
China Civil Engineering Journal, 2012, 45(5): 26-30.
Institute of Engineering Mechanics, China Earthquake Administration, 2003

Differences in the Design of Underfloor Air Cavities Tomáš Renčko1,a* and Anna Sedláková1,b 1Technical University of Košice, Civil Engineering Faculty, Vysokošlská 4, 042 00 Košice, Slovakia atomas.rencko@tuke.sk, banna.sedlakova@tuke.sk Keywords: underfloor ventilation, concrete slab, shaped unit, CFD simulation, experiment Abstract.
To solution was used SST turbulence model (good for wind engineering).
Building Simulation and Environmental Engineering 2008, 5. conference, Czech Republic, 2008
Košice: Technical University in Košice, Civil Engineering Faculty, 2013 [10] STN 73 0540-2.

Department of Civil and Water Resources Engineering National Chiayi University, Chiayi City, Taiwan 2.
Materials Science and Engineering: A. 527 (2009) 198-204
Materials Science and Engineering: A. 494 (2008) 153-157
Brandt, Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering, Composite Structures. 86 92008) 3-9

Visco-elasticity of Asphalt Mixture under Broad Temperature and Frequency YANG Peng1,a,CUI Hong-zhi2,b, WANG Wei-lun2,c 1School of Navigational Engineering,Guangzhou Maritime Institute,Guangzhou ,510725,China 2Guangdong Provincial Key Laboratory of Durability for Civil Engineering, Shenzhen University,Shen zhen ,518061,China ) ayangpeng1209@126.com,bchinacuili@hotmail.com,cwang_weilun@hotmail.com Keywords: visco-elasticity; asphalt mixture; broad temperature and frequency; CAM model Abstract: In this study, the improved model of CAM with clear parameter was introduced.
Acknowledgements This work was financially supported by the Project (GDDCE 13-03) supported by Guangdong Provincial Key Laboratory of Durability for Civil Engineering, Shenzhen University.
International Journal of Pavement Engineering, Taylor & Francis.2008.

Preliminary Study on Reaction of Fresh Concrete with Carbon Dioxide Ming-Ju Lee1,a, Ming-Gin Lee2,b, Yung-Chih Wang3,c, Yu-Min SU4,d, Jia-Lun Deng5,e 1Nursing and Management Department of Jen-Teh Junior College of Medicine, Miaoli, Taiwan 2Department of Construction Engineering, Chaoyang University of Technology, Taichung County, 413, Taiwan 3Department of Civil Engineering, National Central University, Chungli, Taoyuan 320, Taiwan 4Department of Civil Engineering, National Kaohsiung University of Applied Sciences, Kaohsiung City, Taiwan 5Department of Construction Engineering, Chaoyang University of Technology, Taichung County, 413, Taiwan amingju6099@yahoo.com.tw, bmglee@cyut.edu.tw, cwangyc@ncu.edu.tw dyuminsu@kuas.edu.tw, emglee@gm.cyut.edu.tw Keywords: Carbon dioxide, Compressive strength, Fresh concrete, CO2 absorption.

The experimental study on Fresnel lenses concentrator solar cell cooling by a novel micro flat plate heat pipe Nana Guo1, a, Zhenhua Quan1,b , Yaohua Zhao1,c , Huimin Liu1,d , Wenfang Guo2,e and Dan Yu3,f 1 The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China 2 Beijing Urban Engineering Design & Research Institute CO., LTD, China 3 Beijing University of Civil Engineering and Architecture, China aguoguo5821@126.com, bquanzh@126.com, cyhzhao29@126.com, dliuhuimin20080909@163.com, eguowf bj@126.com, fyudan@bucea.edu.cn Keywords: Micro flat plate heat pipe, Photoelectric conversion efficiency, Fresnel lenses, Solar cell Abstract.
BSBE 2011-07) and Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering (NR2012K08).

Mohamed [1] proposed an expression for splitting tensile strength of sustainable self-consolidating concrete in which significant amount of cement was replaced with alternate sustainable cementitious materials that impart favorable engineering properties on concrete.
International Conference on Sustainable Design, Engineering and Construction, Elsevier Ltd., (2016), pp. 1218-1225
[13] JSCE, Standard specifications for concrete structures-2002, Materials and Construction, Japan Society of Civil Engineers, (2002)
[14] JSCE, Standard specifications for concrete structures-2007, Materials and Construction, Japan Society of Civil Engineers, (2007)